Determination of correlation of compressive strength with maturity of concrete mixed with accelerator
The compressive strength of concrete mixtures with accelerator additives designed for structural elements with strength of 5000 psi was correlated with the maturity index of concrete at an early age. The design of the mixture was made by adding the quantity of additives according to the specificatio...
- Autores:
-
Peña Rodriguez, Gabriel
Medrano Lindarte, Carmen Teresa
García-Páez, Ismael H.
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2019
- Institución:
- UNIVERSIDAD FRANCISCO DE PAULA SANTANDER
- Repositorio:
- Repositorio Digital UFPS
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.ufps.edu.co:ufps/1439
- Acceso en línea:
- http://repositorio.ufps.edu.co/handle/ufps/1439
- Palabra clave:
- Rights
- openAccess
- License
- Atribución 4.0 Internacional (CC BY 4.0)
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Determination of correlation of compressive strength with maturity of concrete mixed with accelerator |
| title |
Determination of correlation of compressive strength with maturity of concrete mixed with accelerator |
| spellingShingle |
Determination of correlation of compressive strength with maturity of concrete mixed with accelerator |
| title_short |
Determination of correlation of compressive strength with maturity of concrete mixed with accelerator |
| title_full |
Determination of correlation of compressive strength with maturity of concrete mixed with accelerator |
| title_fullStr |
Determination of correlation of compressive strength with maturity of concrete mixed with accelerator |
| title_full_unstemmed |
Determination of correlation of compressive strength with maturity of concrete mixed with accelerator |
| title_sort |
Determination of correlation of compressive strength with maturity of concrete mixed with accelerator |
| dc.creator.fl_str_mv |
Peña Rodriguez, Gabriel Medrano Lindarte, Carmen Teresa García-Páez, Ismael H. |
| dc.contributor.author.none.fl_str_mv |
Peña Rodriguez, Gabriel Medrano Lindarte, Carmen Teresa García-Páez, Ismael H. |
| description |
The compressive strength of concrete mixtures with accelerator additives designed for structural elements with strength of 5000 psi was correlated with the maturity index of concrete at an early age. The design of the mixture was made by adding the quantity of additives according to the specifications of the supplier. The maturity index was calculated using the thermal profile of the concrete dependent of the setting time, which was obtained through an automated adiabatic system. The number of thermal sensors required for temperature measurement dependent of setting time (1, 3, 7, 14 and 28 days) was determined by a factorial experimental design of two factors. The correlation coefficient was 0.96, so the logarithmic model adequately explains the variability of the compressive strength. The equation obtained was validated by means of the values of resistance to compression measured by the standard method for each age of the concrete; all values are within the calibration range of the resistances estimated by the maturity method. |
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2019 |
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2019-11-29 |
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2021-11-25T21:10:30Z |
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2021-11-25T21:10:30Z |
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Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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http://repositorio.ufps.edu.co/handle/ufps/1439 |
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10.1088/1742-6596/1386/1/012066 |
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http://repositorio.ufps.edu.co/handle/ufps/1439 |
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10.1088/1742-6596/1386/1/012066 |
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eng |
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eng |
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Journal of Physics: Conference Series |
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Vol.1386 No.1.(2019) |
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7 |
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1 (2019) |
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1 |
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1386 |
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Medrano, C. T., Peña-Rodríguez, G., & García-Páez, I. H. (2019, November). Determination of correlation of compressive strength with maturity of concrete mixed with accelerator. In Journal of Physics: Conference Series (Vol. 1386, No. 1, p. 012066). IOP Publishing. |
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Journal of Physics: Conference Series |
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Atribución 4.0 Internacional (CC BY 4.0) |
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openAccess |
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Atribución 4.0 Internacional (CC BY 4.0) http://purl.org/coar/access_right/c_abf2 |
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Journal of Physics: Conference Series |
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Londres, Reino Unido |
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Peña Rodriguez, Gabriel4eaba0408a3f49f82929dc957fa8eee1600Medrano Lindarte, Carmen Teresafa74026a7c2ae86a1c288da9451a4469García-Páez, Ismael H.abb9805ea268a817ad95fec24bd2d04c6002021-11-25T21:10:30Z2021-11-25T21:10:30Z2019-11-29http://repositorio.ufps.edu.co/handle/ufps/143910.1088/1742-6596/1386/1/012066The compressive strength of concrete mixtures with accelerator additives designed for structural elements with strength of 5000 psi was correlated with the maturity index of concrete at an early age. The design of the mixture was made by adding the quantity of additives according to the specifications of the supplier. The maturity index was calculated using the thermal profile of the concrete dependent of the setting time, which was obtained through an automated adiabatic system. The number of thermal sensors required for temperature measurement dependent of setting time (1, 3, 7, 14 and 28 days) was determined by a factorial experimental design of two factors. The correlation coefficient was 0.96, so the logarithmic model adequately explains the variability of the compressive strength. The equation obtained was validated by means of the values of resistance to compression measured by the standard method for each age of the concrete; all values are within the calibration range of the resistances estimated by the maturity method.application/pdfengJournal of Physics: Conference SeriesLondres, Reino UnidoJournal of Physics: Conference SeriesVol.1386 No.1.(2019)71 (2019)11386Medrano, C. T., Peña-Rodríguez, G., & García-Páez, I. H. (2019, November). Determination of correlation of compressive strength with maturity of concrete mixed with accelerator. In Journal of Physics: Conference Series (Vol. 1386, No. 1, p. 012066). IOP Publishing.Journal of Physics: Conference SeriesContent from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by IOP Publishing Ltdinfo:eu-repo/semantics/openAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_abf2https://iopscience.iop.org/article/10.1088/1742-6596/1386/1/012066/metaDetermination of correlation of compressive strength with maturity of concrete mixed with acceleratorArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Duarte Casas I D and Vargas González D M 2016 Correlación entre las fases del perfil térmico del concreto obtenido en condiciones de aislamiento térmico con los tiempos de fraguado (Bogotá: Universidad Distrital Francisco José de Caldas)Instituto Colombiano de Normas Técnicas y Certificación (ICONTEC) 2010 Ensayo de resistencia a la compresión de especímenes de cilíndricos de concreto, Norma Técnica Colombiana, NTC 673 (Colombia: Instituto Colombiano de Normas Técnicas y Certificación)American Society for Testing and Materials (ASTM) 2005 Standard test method for compressive strength of cylindrical concrete specimens, ASTM C-39 (USA: American Society for Testing and Materials)Okonkwo V O and Nwokike V M 2015 Effect of curing age on the compressive strength of concrete made from local granite chippings Journal of Multidisciplinary Engineering Science and Technology 2 2671-2675Benaicha M, Burtschell Y and Alaoui A H 2016 Prediction of compressive strength at early age of concrete - application of maturity Journal of Building Engineering 6 119-125Haach V G, Juliani L M and Da Roz M R 2015 Ultrasonic evaluation of mechanical properties of concretes produced with high early strength cement Construction and Building Materials 96 1-10Ichim A, Saleh F K, Teodoriu C and Sondergeld C 2019 Investigation of mechanical behavior and physical characteristic of portland cement: implications for destructive and non-destructive methods Journal of Petroleum Science and Engineering 177 123-134Zhang J, Cusson D, Monteiro P and Harvey J 2008 New perspectives on maturity method and approach for high performance concrete applications Cement and Concrete Research 38 1438-1446American Society for Testing and Materials (ASTM) 2011 Standard practice for estimating concrete strength by the maturity method, ASTM C-1074 (USA: American Society for Testing and Materials)Han M C and Han C G 2010 Use of maturity methods to estimate the setting time of concrete containing super retarding agents Cement and Concrete Composites 32 164-172American Society for Testing and Materials (ASTM) 2018 Standard practice for making and curing concrete test specimens in the laboratory, ASTM C-192 (USA: American Society for Testing and Materials)Instituto Colombiano de Normas Técnicas y Certificación (ICONTEC) 2015 Ensayo para determinar el asentamiento del concreto, Norma Técnica Colombiana, NTC 396 (Colombia: Instituto Colombiano de Normas Técnicas y Certificación)American Society for Testing and Materials (ASTM) 2009 ASTM C511-09 (USA: American Society for Testing and Materials) Standard specification for mixing rooms, moist cabinets, moist rooms, and water storage tanks used in the testing of hydraulic cements and concreteFerreira L, Branco F G, Costa H S S, Julio E and Maranha P 2015 Characterization of alkali-activated binders using the maturity method Construction and Building Materials 95 337-344Aspilcueta Asencios M U 2015 Análisis comparativo de la resistencia a la compresión del concreto estimada a partir de la utilización del método de madurez (Lima: Universidad Nacional de Ingeniería)Castro-Garrido M C, López-Garzón M C, Alvarado Y A, Castaño J O and Gasch I 2016 Aplicación del método de la madurez para la estimación del plazo de descimbrado de forjados construidos con sistemas industrializados Informes de la Construcción 68 e131Rudeli N and Santilli A 2014 Tiempos de desencofrado de elementos verticales de hormigón armado: método a través de coeficientes de maduración y encuesta en Uruguay Memoria Investigaciones en Ingeniería 12 45-55ORIGINALDetermination of correlation of compressive strength with maturity of concrete mixed with accelerator.pdfDetermination of correlation of compressive strength with maturity of concrete mixed with accelerator.pdfapplication/pdf772688https://repositorio.ufps.edu.co/bitstream/ufps/1439/1/Determination%20of%20correlation%20of%20compressive%20strength%20with%20maturity%20of%20concrete%20mixed%20with%20accelerator.pdfeb2cb04317e87427461fff41f49bd0f5MD51open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/1439/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open accessTEXTDetermination of correlation of compressive strength with maturity of concrete mixed with accelerator.pdf.txtDetermination of correlation of compressive strength with maturity of 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 incorporada en las Obras Colectivas.

b.	Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).

b.	Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.

c.	Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.

ii.	Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.

e.	Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

6. Limitación de responsabilidad.
A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

7. Término.

a.	Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.

b.	Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.

8. Varios.

a.	Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.

b.	Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.

c.	Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.

d.	Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.
0000-0002-2590-5661abb9805ea268a817ad95fec24bd2d04c600 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